Structure-subsoil contact task - an iterative engineering realisation
Abstract
The analytical formulation of an iterative procedure applied for structure- subsoil systems is presented in the paper. A physical and engineering interpretation has been given for the presented algorithm.
Keywords
References
[1] W.F. Chen, E. Mizuno. Nonlinear Analysis in Soil Mechanics. Elsevier, Amsterdam- Oxford- New York- Tokyo, 1990.[2] Crisp-93. Cambridge University Computer Program, 1993.
[3] M. И. Додонов. Развитие и применение метода сосредоточеных диформаций к расчету проемных диафрагм многоетажных зданий. Строительная механика и расчет сооружений. 6 1984.
[4] L. Fedorowicz, J. Fedorowicz. Obliczanie ścianowych układów quasiprzestrzennych metodą sztywnych elementów skończonych. Inżynieria i Budownictwo 7: 221- 225, 1987.
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Published
Mar 29, 2023
How to Cite
FEDOROWICZ, Lidia; FEDOROWICZ, Jan.
Structure-subsoil contact task - an iterative engineering realisation.
Computer Assisted Methods in Engineering and Science, [S.l.], v. 7, n. 4, p. 523-536, mar. 2023.
ISSN 2956-5839.
Available at: <https://cames.ippt.gov.pl/index.php/cames/article/view/1209>. Date accessed: 23 nov. 2024.
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This work is licensed under a Creative Commons Attribution 4.0 International License.